Cross-connection Control for Wastewater Treatment Plants Department - - PowerPoint PPT Presentation

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Cross-connection Control for Wastewater Treatment Plants Department - - PowerPoint PPT Presentation

Cross-connection Control for Wastewater Treatment Plants Department of Health Mission We work with others to protect and improve the health of all people in Washington State. 2 Presentation Overview Descriptions Requirements The


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Cross-connection Control for Wastewater Treatment Plants

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Department of Health Mission

We work with others to protect and improve the health of all people in Washington State.

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Presentation Overview

  • Descriptions
  • Requirements
  • The Project
  • Common Deficiencies
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Descriptions

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Wastewater Treatment Plants

  • Many of the wastewater treatment and collection

facilities are now old and worn, and require improvement, repair or replacement to maintain their useful life.

  • The character and quantity of contaminants

presenting problems today are far more complex than those that presented challenges in the past.

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Wastewater Plant Schematic

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Digesters RAS/WAS Pumps Secondary Clarifier Aeration Basin Head works Primary Clarifier Solids Handling

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Backflow Incidents

  • Hundreds of incidents documented

– USC CCC Manual (2009) – EPA’s CCC Issue Paper (2002) – PNWS-AWWA Incident Manual (1995)

  • Incident impacts

– Health – Costs of investigation and clean-up – Litigation

  • Incidents are under-reported

– Not detected or not reported

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Reported WA Backflow Incidents Cause and Number

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Number of Reports (1996-2017) 74 Caused by backpressure 51 Caused by backsiphonage 18 Unknown cause 5

  • Corpus Christi and Chicago
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BACKFLOW AT A WASTEWATER TREATMENT PLANT

  • In December 1983, effluent from a wastewater

treatment plant in San Antonio, Texas, backflowed into the potable water system at the plant because of maintenance activities.

  • Eight employees reportedly suffered

gastrointestinal problems. Fortunately, a reduced- pressure principle backflow-prevention assembly was in place at the water service connection to the plant. This assembly contained contamination within the plant site.

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Requirements

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CCC at Sewage Facilities

Cross-connection control (CCC) at sewage facilities has two functions:

  • Protecting the public potable water system

from contamination

  • Protecting the onsite domestic potable water

system from contamination.

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Basis

Three concepts form the basis for cross-connection control at sewage facilities.

  • The public water supply is protected by premise

isolation RPBAs and RPDAs and in-plant air gaps.

  • On-site domestic potable water is protected by

RPBAs and in-plant air gaps.

  • Actual or potential connections to sewage, process

water or toxic chemicals are downstream of an air gap.

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Potable Water

  • Do not use potable water for purposes other than

drinking, personal hygiene and emergency washing facilities.

  • Laboratory usage is permissible provided that the

laboratory supply line is fitted with an RPBA and, where appropriate, there are in-lab air gaps.

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“Ideal” Situation

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Complicated Situation

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The Orange Book

  • Must locate air gaps, RPBAs and RPDAs above

ground level

  • Must locate premise isolation backflow preventer

adjacent to meter or property line

  • Supply all hose bibs, wall hydrants, and yard

hydrants, whether above or below ground, interior or exterior, through an air gap

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The Orange Book

“Facility designs must include a pressurized water system supplied through an air gap to facilitate cleaning or flushing of wet wells, dry wells, tanks, basins and equipment.”

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Reclaimed water

  • Must protect potable water from reclaimed

water as if reclaimed water were sewage

  • Reclaimed water is protected as if reclaimed

water were potable water

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Potable Water

  • Recommended that designers locate all

potable water piping at ground level or above to prevent future inadvertent cross connection.

  • Do not route city water/potable water piping

through wet well areas to prevent future inadvertent cross-connection.

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Emergency Washing

  • Designers should try not to locate emergency

washing facilities(eye wash stations/showers) below ground level.

  • If designers cannot avoid locating emergency

wash stations below-ground must demonstrate that the installation will protect potable water supplies from accidental contamination.

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Irrigation

  • Irrigations systems may use non-potable water

taken downstream of a backflow preventer, disinfected plant effluent, reclaimed water or stormwater collected within the facility’s perimeter.

  • Ecology discourages use of potable water for

irrigation; such use must include an RPBA.

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Fire Protection

The water supply to any fire protection system must be equipped with an RPBA located and installed in accordance with the requirements for the premise isolation backflow preventer.

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Chemicals and Substances

  • Properly equipped water systems used with,

connected to, or have the potential to come into contact with hazardous chemicals and substances

  • Proper equipment includes supplementary air

gaps and backflow prevention devices appropriate to the degree of hazard that would result if those chemicals were to backflow into the facility piping systems

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Odor Control

  • Odor control involves sewage aerosols and
  • particulates. Water supplied to odor control

equipment or to hose bibs in the odor control area is considered to be in direct contact with sewage.

  • Water supplied to odor control areas and

equipment must utilize an air gap.

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WAC 246-290-490 (4)(b)

(ii) For service connections to premises posing a severe health cross-connection hazard including wastewater treatment plants, radioactive material processing plants, and nuclear reactors, the purveyor shall ensure that either an: (A) Approved air gap is installed for premises isolation; or (B) Approved RPBA or RPDA is installed for premises isolation in combination with an in- plant approved air gap.

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Project

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Background

  • Since 2007, ODW has collected cross-connection

control data from the largest community water systems on the status of backflow prevention at wastewater treatment plants.

  • Water systems self-report their CCC data and

ODW has not independently verified the information reported

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Project Goals

  • Perform CCC hazard surveys of 47 severe health

hazard facilities

  • Evaluate self-reported data for the associated

PWS

  • Report findings to ODW, PWS, and the facility

surveyed

  • Compile data to determine:

– Program effectiveness. – Guidance, training, and resources needed. – Compliance with regulations.

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Process

  • Contact the public water system CCS and

discuss project.

  • Contact WWTP operator with PWS CCS to

discuss the project.

  • Gather as much information as available to

review before the survey.

  • Perform survey of the facility.
  • Write survey report.
  • Send report to all parties.
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Findings

Deficiencies Total found in all plants Number of plants % Of Plants Improper air gaps (majority of problem was not enough distance between outlet and flood rim) 14 12 41% No RPBA prior to air gap 8 5 17% Moving RPBA for hydrant tested annually 3 3 10% Improper protection for Chemical Injection 4 3 10% RPBA's installed below ground 31 18 62% Access restricted 0% Potential spoolpiece connection 2 2 7% Improper protection for Pump seal water 4 4 17% Valves installed downstream of AVB 5 4 14%

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Findings

Deficiencies Total found in all plants Number of plants % Of Plants No hosebib vacuum breaker 14 8 28% No RPBA for laboratory 12 9 31% Double check on hydrant construction 1 1 3% Non potable pipe before fire sprinkler 1 1 3% Complicated piping 1 1 3% Processed water to eye station 1 1 3% Washdown water not air gapped 4 4 14% Premise Isolation not at property line 2 2 7% Reclaimedan potable supplied to restroom 1 1 3%

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Data

  • 29 surveys have been performed
  • 72 percent of facilities did not meet the

regulations

  • All facilities were up to date on their backflow

assembly testing

  • 88 percent of water systems coordinate with their

authority having jurisdiction

  • 84 percent of systems have a Quality

Control/Quality Assurance Program

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Common Deficiencies

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Spool Piece

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RPBA Not at Property Line

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Direct Connection to Sewer Line

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Improper Assembly

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Improper Assembly

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Proper Air Gap

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Air Gap Below Flood Rim

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Improper Air Gap

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Air Gap Below Ground

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Air Gap Defeated

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No Hose Bib Vacuum Breaker

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No Hose Bib Vacuum Breaker

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RPBA Located Below Ground

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Improper Protection for Chemical Injection

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Proper Labeling

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Improper Labeling

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Pump Seal Water

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Pump Seal Water

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Eye Wash Stations

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Corroded Assembly

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Odor Control Station

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Auxiliary Water Supply

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Access To Assemblies

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Mystery Assembly

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Unable to Maintain

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Direct Cross Connections

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Autoclave

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Shut Off Valve Moved

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Shut Off Valves Removed

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Bypass

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Valve Downstream of AVB

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No HBVB

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Old Service Line

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References

  • Department of Ecology, Criteria for Sewage

Works Design

  • Washington Administrative Code
  • Washington Department of Health/Office of

Drinking Water Guidance

  • Uniform Plumbing Code Amended for

Washington State

  • Manual of Cross connection Control (University
  • f Southern California)
  • AWWA (American Water Works Association)

Yellow Book

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Contact Information

Scott Hemingway Washington Environmental Training Center Director 253-288-3381 shemingway@greenriver.edu Bill Bernier Operator Certification and Training Distribution/CCC Advisor 360-236-3562 william.bernier@doh.wa.gov

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Questions?

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